Public Fishing Rights Maps: Otego Creek
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NON-TIDAL BENTHIC MONITORING DATABASE: Version 3.5
NON-TIDAL BENTHIC MONITORING DATABASE: Version 3.5 DATABASE DESIGN DOCUMENTATION AND DATA DICTIONARY 1 June 2013 Prepared for: United States Environmental Protection Agency Chesapeake Bay Program 410 Severn Avenue Annapolis, Maryland 21403 Prepared By: Interstate Commission on the Potomac River Basin 51 Monroe Street, PE-08 Rockville, Maryland 20850 Prepared for United States Environmental Protection Agency Chesapeake Bay Program 410 Severn Avenue Annapolis, MD 21403 By Jacqueline Johnson Interstate Commission on the Potomac River Basin To receive additional copies of the report please call or write: The Interstate Commission on the Potomac River Basin 51 Monroe Street, PE-08 Rockville, Maryland 20850 301-984-1908 Funds to support the document The Non-Tidal Benthic Monitoring Database: Version 3.0; Database Design Documentation And Data Dictionary was supported by the US Environmental Protection Agency Grant CB- CBxxxxxxxxxx-x Disclaimer The opinion expressed are those of the authors and should not be construed as representing the U.S. Government, the US Environmental Protection Agency, the several states or the signatories or Commissioners to the Interstate Commission on the Potomac River Basin: Maryland, Pennsylvania, Virginia, West Virginia or the District of Columbia. ii The Non-Tidal Benthic Monitoring Database: Version 3.5 TABLE OF CONTENTS BACKGROUND ................................................................................................................................................. 3 INTRODUCTION .............................................................................................................................................. -
Susquehanna Riyer Drainage Basin
'M, General Hydrographic Water-Supply and Irrigation Paper No. 109 Series -j Investigations, 13 .N, Water Power, 9 DEPARTMENT OF THE INTERIOR UNITED STATES GEOLOGICAL SURVEY CHARLES D. WALCOTT, DIRECTOR HYDROGRAPHY OF THE SUSQUEHANNA RIYER DRAINAGE BASIN BY JOHN C. HOYT AND ROBERT H. ANDERSON WASHINGTON GOVERNMENT PRINTING OFFICE 1 9 0 5 CONTENTS. Page. Letter of transmittaL_.__.______.____.__..__.___._______.._.__..__..__... 7 Introduction......---..-.-..-.--.-.-----............_-........--._.----.- 9 Acknowledgments -..___.______.._.___.________________.____.___--_----.. 9 Description of drainage area......--..--..--.....-_....-....-....-....--.- 10 General features- -----_.____._.__..__._.___._..__-____.__-__---------- 10 Susquehanna River below West Branch ___...______-_--__.------_.--. 19 Susquehanna River above West Branch .............................. 21 West Branch ....................................................... 23 Navigation .--..........._-..........-....................-...---..-....- 24 Measurements of flow..................-.....-..-.---......-.-..---...... 25 Susquehanna River at Binghamton, N. Y_-..---...-.-...----.....-..- 25 Ghenango River at Binghamton, N. Y................................ 34 Susquehanna River at Wilkesbarre, Pa......_............-...----_--. 43 Susquehanna River at Danville, Pa..........._..................._... 56 West Branch at Williamsport, Pa .._.................--...--....- _ - - 67 West Branch at Allenwood, Pa.....-........-...-.._.---.---.-..-.-.. 84 Juniata River at Newport, Pa...-----......--....-...-....--..-..---.- -
Otsego County Water Quality Coordinating Committee Annual Report 2010 & 2011
Otsego County Water Quality Coordinating Committee Annual Report 2010 & 2011 Prepared by: Otsego County Water Quality Coordinating Committee 967 County Highway 33 Cooperstown, NY 13326 6/18/2012 Table of Contents INTRODUCTION OF WATER QUALITY COORDINATING COMMITTEE 2 COORDINATING COMMITTEE MEMBERS 2 COMMITTEE MISSION, PURPOSE AND PRIMARY FUNCTIONS 3 2010 ACCOMPLISHMENTS 5 2011 ACCOMPLISHMENTS 7 ATTACHMENTS: #1 Water Quality Coordinating Committee By Laws #2 2011 Otsego County Nonpoint Source Water Quality Strategy #3 Susquehanna Headwaters Nutrient Report #4 Otsego County Soil & Water Conservation District 2011 Report #5 Otsego County Conservation Association 2011 Report #6 Goodyear Lake Association 2011 Report #7 Otsego Lake Watershed Supervisory Committee 2011 Report #8 SUNY Oneonta Biological Field Station 2011 Staff Activity Report #9 Village of Richfield 2011 Water Quality Report 1 INTRODUCTION OTSEGO COUNTY WATER QUALITY COORDINATING COMMITTEE Non-point pollution (NPS) by definition is any form of pollution not being discharged from a distinguished point or source. Sources of NPS, being so diffuse and variable, will often require multi-agency involvement to remediate the existing water pollution problems. Understanding that the responsibility and interest in water quality issues are represented by a wide range of parties, a committee was formed and is known as the Otsego County Water Quality Coordinating Committee (the Committee) and functions as a subcommittee of the Otsego County Soil and Water Conservation District. The Committee is responsible for the preparation of the Otsego County Non-point Source Water Quality Strategy. The Strategy attempts to ensure that the individual efforts of local, county, state, and federal agencies regarding water quality programs and educational outreach events are coordinated for maximum effectiveness. -
Waterbody Classifications, Streams Based on Waterbody Classifications
Waterbody Classifications, Streams Based on Waterbody Classifications Waterbody Type Segment ID Waterbody Index Number (WIN) Streams 0202-0047 Pa-63-30 Streams 0202-0048 Pa-63-33 Streams 0801-0419 Ont 19- 94- 1-P922- Streams 0201-0034 Pa-53-21 Streams 0801-0422 Ont 19- 98 Streams 0801-0423 Ont 19- 99 Streams 0801-0424 Ont 19-103 Streams 0801-0429 Ont 19-104- 3 Streams 0801-0442 Ont 19-105 thru 112 Streams 0801-0445 Ont 19-114 Streams 0801-0447 Ont 19-119 Streams 0801-0452 Ont 19-P1007- Streams 1001-0017 C- 86 Streams 1001-0018 C- 5 thru 13 Streams 1001-0019 C- 14 Streams 1001-0022 C- 57 thru 95 (selected) Streams 1001-0023 C- 73 Streams 1001-0024 C- 80 Streams 1001-0025 C- 86-3 Streams 1001-0026 C- 86-5 Page 1 of 464 09/28/2021 Waterbody Classifications, Streams Based on Waterbody Classifications Name Description Clear Creek and tribs entire stream and tribs Mud Creek and tribs entire stream and tribs Tribs to Long Lake total length of all tribs to lake Little Valley Creek, Upper, and tribs stream and tribs, above Elkdale Kents Creek and tribs entire stream and tribs Crystal Creek, Upper, and tribs stream and tribs, above Forestport Alder Creek and tribs entire stream and tribs Bear Creek and tribs entire stream and tribs Minor Tribs to Kayuta Lake total length of select tribs to the lake Little Black Creek, Upper, and tribs stream and tribs, above Wheelertown Twin Lakes Stream and tribs entire stream and tribs Tribs to North Lake total length of all tribs to lake Mill Brook and minor tribs entire stream and selected tribs Riley Brook -
Appendix – Priority Brook Trout Subwatersheds Within the Chesapeake Bay Watershed
Appendix – Priority Brook Trout Subwatersheds within the Chesapeake Bay Watershed Appendix Table I. Subwatersheds within the Chesapeake Bay watershed that have a priority score ≥ 0.79. HUC 12 Priority HUC 12 Code HUC 12 Name Score Classification 020501060202 Millstone Creek-Schrader Creek 0.86 Intact 020501061302 Upper Bowman Creek 0.87 Intact 020501070401 Little Nescopeck Creek-Nescopeck Creek 0.83 Intact 020501070501 Headwaters Huntington Creek 0.97 Intact 020501070502 Kitchen Creek 0.92 Intact 020501070701 East Branch Fishing Creek 0.86 Intact 020501070702 West Branch Fishing Creek 0.98 Intact 020502010504 Cold Stream 0.89 Intact 020502010505 Sixmile Run 0.94 Reduced 020502010602 Gifford Run-Mosquito Creek 0.88 Reduced 020502010702 Trout Run 0.88 Intact 020502010704 Deer Creek 0.87 Reduced 020502010710 Sterling Run 0.91 Reduced 020502010711 Birch Island Run 1.24 Intact 020502010712 Lower Three Runs-West Branch Susquehanna River 0.99 Intact 020502020102 Sinnemahoning Portage Creek-Driftwood Branch Sinnemahoning Creek 1.03 Intact 020502020203 North Creek 1.06 Reduced 020502020204 West Creek 1.19 Intact 020502020205 Hunts Run 0.99 Intact 020502020206 Sterling Run 1.15 Reduced 020502020301 Upper Bennett Branch Sinnemahoning Creek 1.07 Intact 020502020302 Kersey Run 0.84 Intact 020502020303 Laurel Run 0.93 Reduced 020502020306 Spring Run 1.13 Intact 020502020310 Hicks Run 0.94 Reduced 020502020311 Mix Run 1.19 Intact 020502020312 Lower Bennett Branch Sinnemahoning Creek 1.13 Intact 020502020403 Upper First Fork Sinnemahoning Creek 0.96 -
Introduction
TOWN OF ONEONTA 2014 COMPREHENSIVE PLAN INTRODUCTION This document is the recommended Comprehensive Plan for the Town of Oneonta as proposed by the ad hoc Comprehensive Planning Committee commissioned by the Town Board in August 2012. Historically, the comprehensive plans were approved in 1998, 1973 and 1965. During the past fifteen years since the plan was last updated the town has seen growth in different areas, changes in population, industry, and potential for commercial and industrial development, all of which will be discussed in further detail within this document. This Comprehensive Plan is designed to be a strategic plan for the vision of the community’s goals and aspirations in terms of development. According to Anderson, Larz (1995) Guidelines for Preparing Urban Plans Chicago: APA Planners Press "To be relevant, the planning process must identity and address not only contemporary issues of concern to residents, workers, property owners, and business people, but also the emerging issues that will be important in the future." The main purpose for this Comprehensive Plan is to guide the Town of Oneonta to govern with a visionary approach. As time passes, communities evolve, technologies change, industries advance, such as the utilization of horizontal hydraulic fracturing for natural gas by oil and gas companies. This activity brought many local residents to the Town Board voicing a variety of opinions. This issue, along with many others, such as, public safety, economic development, city/town merger, and the age of the previous Plan, prompted the Board to approve a town-wide survey including all registered voters, business and property owners. -
Most Effective Basins Funding Allocations Rationale May 18, 2020
Most Effective Basins Funding Allocations Rationale May 18, 2020 U.S. Environmental Protection Agency Chesapeake Bay Program Office Most Effective Basins Funding In the U.S. Environmental Protection Agency’s (EPA) Fiscal Year (FY) 2020 Appropriations Conference Report, an increase to the Chesapeake Bay Program (CBP) Budget was provided in the amount of $6 million for “state-based implementation in the most effective basins.” This document describes the methodology EPA followed to establish the most effective use of these funds and the best locations for these practices to be implemented to make the greatest progress toward achieving water quality standards in the Chesapeake Bay. The most effective basins to reduce the effects of excess nutrient loading to the Bay were determined considering two factors: cost effectiveness and load effectiveness. Cost effectiveness was considered as a factor to assure these additional funds result in state-based implementation of practices that achieve the greatest benefit to water quality overall. It was evaluated by looking at what the jurisdictions have reported in their Phase III Watershed Implementation Plans (WIPs) as the focus of their upcoming efforts, and by looking at the average cost per pound of reduction for BMP implementation by sector. Past analyses of cost per pound of reduction have shown that reducing nitrogen is less costly by far than reducing phosphorus1. Based on that fact, EPA determined that the focus of this evaluation would be to target nitrogen reductions in the watershed. Evaluating the load reduction targets in all the jurisdictions’ Phase III WIPs shows that the agricultural sector is targeted for 86 percent of the overall reductions identified to meet the 2025 targets collectively set by the jurisdictions. -
Coming Activities
Volume 43 Number 9 November 2011 Coming DOAS Fall Field Trips DOAS led two trips this fall to support the educational information from our monthly meetings. Following up with the September 16th excellent presentation on native plants Activities versus invasive species in New York State, the next weekend, on Saturday September 24th we built upon that educational base to visit the Mountain Top Arboretum, November located on route 23C and Maude Adams Road in Tannersville. This incredible preserve is situated 2400 feet above sea level, has three main areas to stroll through with Nov 18 — DOAS Program breathtaking Catskill Mountain views from every angle. December Dec 6 — DOAS Board Meeting Dec 17 — DOAS Christmas Bird Count Dec 30 — Fort Plain Christmas Bird Count January Jan 15 — NY State Ornithological Fir Trees, Mountain Top Arboretum, by Barbara Marsala Association Waterfowl Count The highlights of this field trip through the Western Meadows, were the rain garden Jan 17 — DOAS Board Meeting planted with acid loving shrubs, the conifers (52 species), native and non-native, Jan 20 — DOAS Program butterfly garden, and the show stopper, exposed Devonian era bedrock aged at Jan 21 — Annual Eagle Trip 375 million years old. Looking from this bedrock, to a wooded area beyond a small pond, we were treated to Dawn Redwoods, one of the most ancient trees still living on More information on page 7 earth, and were found 65 million years ago across the entire Northern Hemisphere. In close proximity, is bald cypress. The Eastern Meadow has a wetland, filled with native plants and shrubs to support a spring song bird population. -
Aquatic Invasive Species Present in Otsego County, NY Water Bodies
Aquatic invasive species present in Otsego County, NY water bodies Annie Yoo1, Kaylee Herzog2, and Holly Waterfield CLM3 INTRODUCTION Otsego County, located in central New York, experiences increased populations in the summer months largely related to tourism and outdoor recreation. Abundant water resources in the county, combined with this increase in summer traffic contribute to the risk of invasive species transport between water bodies and major watersheds. Knowledge of the current distribution of invasive species will allow natural resource managers to prioritize transport prevention and population control measures. Exotic invasive species are those not native to an area that outcompete native species. Such exotic, non-native species typically possess traits which, in combination with lack of natural disease and/or predators, allow them to out-compete native species (Santos et al. 2011) and in-so-doing have negative ecological and economic impacts. Some of these impacts include productivity losses in agriculture, forestry, and other segments of the U.S. economy (Pimentel 2005). Aquatic invasive species (AIS) pose major threats to biodiversity in ecosystems. They often overtake important native aquatic plants and animals, cause habitat degradation and loss, and interfere with water-based recreational activities (Zhang and Boyle 2010). Pimentel (2005) suggests it is difficult to estimate the full extent of the environmental damages caused by invasive species and the number of species extinctions they have caused because little is known about each of the ~750,000 species present in the United States. In most cases AIS are initially introduced to watersheds through recreational boating activities or unintentional “hitchhiking ” (Horvath 2008), which can occur through international trade, with invaders stowed in ships, planes, trucks, or packing materials (McNeely 2001). -
NY State Highway Bridge Data: August 31, 2021
NY State Highway Bridge Data: August 31, 2021 Otsego County Year Date BIN Built or of Last Poor Region County Municipality Location Feature Carried Feature Crossed Owner Replaced Inspectio Status n 09 Otsego Brookfield (Town) 3354020 HAMLET OF W EDMESTON WELCH ROAD UNADILLA RIVER 30 - County 1932 07/28/2020 N 09 Otsego Burlington (Town) 1026440 3 MI N WEST BURLINGTON 51 51 94021280 WHARTON CREEK NYSDOT 1994 07/13/2020 N 09 Otsego Burlington (Town) 1026450 2.3 MI SW OF WEST EXETER 51 51 94021302 BINGHAM RD CREEK NYSDOT 1934 05/29/2019 N 09 Otsego Burlington (Town) 1030850 0.5 MI W WEST BURLINGTON 80 80 94041102 WHARTON CREEK NYSDOT 1994 04/21/2020 N 09 Otsego Burlington (Town) 1030860 AT BURLINGTON 80 80 94041145 BUTTERNUT CREEK NYSDOT 2016 11/18/2020 N 09 Otsego Burlington (Town) 3369520 2 MI N BURLINGTON FLATS COUNTY ROAD 19 TRIB. TO WHARTON CREEK 30 - County 1998 08/05/2020 N 09 Otsego Burlington (Town) 3369530 3 MI N BURLINGTON FLATS COUNTY ROAD 19 TRIB WHARTON CREEK 30 - County 1998 08/05/2020 N 09 Otsego Burlington (Town) 3354100 1.2 MI N BURLINGTON FLATS COUNTY ROAD 19 WHARTON CREEK 30 - County 2004 09/09/2020 N 09 Otsego Burlington (Town) 2227350 2.75 NE OF GARRATSVILLE MILLER ROAD BUTTERNUT CREEK 40 - Town 1900 04/26/2021 N 09 Otsego Burlington (Town) 2227370 2.9 MI SE OF WEST EXETER MUNSON ROAD DUNDEE BROOK 40 - Town 1945 03/26/2021 Y 09 Otsego Butternuts (Town) 1026400 2.5 MI NE JCT SH 51 & SH 51 51 94021024 COPES BROOK NYSDOT 1968 07/15/2020 N 09 Otsego Butternuts (Town) 1026420 2 MI NE OF GILBERTSVILLE 51 51 94021069 THORP -
Surface Water Quality in Otsego County, NY, Prior to Potential Natural Gas Exploration
Surface water quality in Otsego County, NY, prior to potential natural gas exploration 1 Sarah Crosier Abstract –Baseline water quality data was established for Otsego County, NY prior to potential natural gas exploration. Hydraulic fracturing may contaminate surface water with chemicals, salts and sediments. Averages for pH, total dissolved solids, and conductivity were calculated for 50 Otsego County streams from data collected using a YSI® multi-parameter probe from August 2010 – April 2012. Limestone bedrock sub-watersheds had significantly higher conductivity, TDS and pH than shale bedrock sub-watersheds. Winter and summer peaks and fall and spring lows occurred in conductivity and TDS. Road salt use, precipitation and evaporation likely caused seasonal variation. Sub-watershed size had no significant effect on parameters. These data will serve as a control for future water quality testing if hydraulic fracturing occurs in Otsego County, NY. INTRODUCTION This study was conducted to identify baseline water quality conditions at base flow for streams in Otsego County. Water quality varies between streams due to different physical, chemical, and microbiological characteristics (Rajeshwari and Saraswathi 2009). These factors are dependent upon topography, geology, vegetative cover (Dosskey et al. 2010), land use in a watershed (Ou and Wang 2011) and watershed size (Landers et al. 2007). Stream chemistry varies naturally throughout the seasons due to changes in precipitation, evaporation, nutrient input, and biotic activity within the streams. Anthropogenic pollutants such as road salt (Jackson and Jobbágy 2005, Kaushal et al. 2005), urban storm water runoff and agricultural pesticides, nutrients, and sediments (Madden et al. 2007) also affect stream quality variably. -
2021 CBPO Grant Guidance Attachment 18__Dec2020
Attachment 18 (Page 1 of 16) Most Effective Basins Funding Allocations Rationale December 2020 In the U.S. Environmental Protection Agency’s (EPA) Fiscal Year (FY) 2020 Appropriations Conference Report, an increase to the Chesapeake Bay Program (CBP) Budget was provided in the amount of $6 million for “state-based implementation in the most effective basins.” This document describes the methodology EPA followed to establish the most effective use of these funds and the best locations for these practices to be implemented to make the greatest progress toward achieving water quality standards in the Chesapeake Bay. The most effective basins (MEBs) to reduce the effects of excess nutrient loading to the Bay were determined considering two factors: cost effectiveness and load effectiveness. Cost effectiveness was considered as a factor to assure these additional funds result in state-based implementation of practices that achieve the greatest benefit to water quality overall. It was evaluated by looking at what the jurisdictions have reported in their Phase III Watershed Implementation Plans (WIPs) as the focus of their upcoming efforts, and by looking at the average cost per pound of reduction for BMP implementation by sector. Past analyses of cost per pound of reduction have shown that reducing nitrogen is less costly by far than reducing phosphorus1. Based on that fact, EPA determined that the focus of this evaluation would be to target nitrogen reductions in the watershed. Evaluating the load reduction targets in all the jurisdictions’ Phase III WIPs shows that the agricultural sector is targeted for 86 percent of the overall reductions identified to meet the 2025 targets collectively set by the jurisdictions.